<p><span>This book overcomes the separation existing in literature between the static and the dynamic bifurcation worlds. It brings together buckling and post-buckling problems with nonlinear dynamics, the bridge being represented by the perturbation method, i.e., a mathematical tool that allows for
Stability, Bifurcation and Postcritical Behaviour of Elastic Structures
β Scribed by M. Pignataro, N. Rizzi and A. Luongo (Auth.)
- Publisher
- Elsevier Science Ltd
- Year
- 1991
- Tongue
- English
- Leaves
- 362
- Category
- Library
No coin nor oath required. For personal study only.
β¦ Synopsis
A comprehensive and systematic analysis of elastic structural stability is presented in this volume. Traditional engineering buckling concepts are discussed in the framework of the Liapunov theory of stability by giving an extensive review of the Koiter approach. The perturbation method for both nonlinear algebraic and differential equations is discussed and adopted as the main tool for postbuckling analysis. The formulation of the buckling problem for the most common engineering structures - rods and frames, plates, shells, and thin-walled beams, is performed and the critical load evaluated for problems of interest. In many cases the postbuckling analysis up to the second order is presented. The use of the Ritz-Galerkin and of the finite element methods is examined as a tool for approximate bifurcation analysis. The volume will provide an up-to-date introduction for non-specialists in elastic stability theory and methods, and is intended for graduate and post-graduate students and researchers interested in nonlinear structural analysis problems
β¦ Table of Contents
Content:
Developments in Civil Engineering, Page ii
Front Matter, Page iii
Copyright, Page iv
Dedication, Page v
PREFACE, Pages vii-viii
ACKNOWLEDGEMENTS, Page viii
INTRODUCTION, Pages ix-xi
Chapter 1 - THE LIAPUNOV THEORY OF EQUILIBRIUM STABILITY, Pages 1-25
Chapter 2 - THE STABILITY OF EQUILIBRIUM AND POST-BUCKLING BEHAVIOUR OF DISCRETE MECHANICAL SYSTEMS, Pages 27-73
Chapter 3 - ANALYSIS OF BIFURCATION FOR DISCRETE SYSTEMS. CHARACTERISATION OF THE POINTS OF AN EQUILIBRIUM PATH FROM EXAMINATION OF LOCAL PROPERTIES, Pages 75-122
Chapter 4 - STABILITY OF EQUILIBRIUM AND POST-CRITICAL BEHAVIOUR OF CONTINUOUS SYSTEMS, Pages 123-142
Chapter 5 - ANALYSIS OF BEAMS AND PLANE FRAMES, Pages 143-215
Chapter 6 - THIN-WALLED BEAMS WITH OPEN CROSS-SECTION, Pages 217-273
Chapter 7 - ANALYSIS OF PLATES AND SHELLS, Pages 275-338
Appendix - THE CALCULUS OF VARIATIONS, Pages 339-351
Name Index, Page 353
Index, Pages 355-358
π SIMILAR VOLUMES
This book overcomes the separation existing in literature between the static and the dynamic bifurcation worlds. It brings together buckling and post-buckling problems with nonlinear dynamics, the bridge being represented by the perturbation method, i.e., a mathematical tool that allows for solving
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<p>The first theme concerns the plastic buckling of structures in the spirit of Hillβs classical approach. Non-bifurcation and stability criteria are introduced and post-bifurcation analysis performed by asymptotic development method in relation with Hutchinsonβs work. Some recent results on the gen